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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />a� <br />HIGH PT STA: 22+85.00 <br />LOW PT STA:: 21+69.22 <br />HIGH PT EL: 569.73 <br />LOW PT EL: 569.02 <br />PVI STA: 23+00.00 <br />580 <br />PVI STA: 21+58.31 <br />PVI EL: 570.18 <br />580 <br />PW EL: 568.76 <br />AD: -2.50 <br />m <br />o <br />m <br />rJ <br />AD: 2. 75 <br />K.- 60.00 <br />i <br />�" <br />�, <br />K. 29.09 <br />150.00' VC <br />0 <br />0 <br />0 <br />0 <br />80.00, VC <br />�„y <br />575 <br />oo,n <br />tNoo <br />tll^ <br />o o <br />n <br />t u <br />(� <br />_ <br />M <br />+ <br />Cli <br />EXIST. GROUND AT <br />,� <br />+oOi <br />n <br />m <br />¢ -' <br />575 <br />* <br />o+ <br />v' i <br />II <br />o++t11 <br />+ai <br />GRADE -2 <br />+oi <br />N <br />o <br />DRIVEWAY C (�•) <br />N`LO <br />o <br />m�a <br />Noy <br />Noy <br />FINISH <br />AT <br />N(o <br />o <br />r- <br />? <br />W <br />II W <br />I.- <br />? <br />° W DRIVEWAY <br />II W <br />q (TYP_) <br />(iitii <br />(iil <br />ccna <br />i '� <br />cWi <br />ccni <br />�y <br />Q <br />M <br />oNM <br />- <br />.75X <br />mm <br />ww <br />,`;ooro <br />570 <br />mm <br />ww <br />d+.�+� <br />570 <br />-= - <br />- <br />r-- - <br />- <br />-- <br />A.OD% <br />-- <br />N12= <br />STORMWATER <br />- <br />- <br />II <br />DETENTION <br />- - - <br />Z <br />u u w <br />FACILITY SEE <br />C3.31 <br />107LF 12" SD <br />- - - - <br />565 <br />r---------� <br />S-0.75% <br />4OLF 12" SO <br />28LF 12" S1 <br />1 <br />565 <br />1j12"SD <br />121LF 12" SD <br />S=).55% <br />5=1.00% <br />O <br />S=0.51% <br />TO NORTH VAULT <br />I <br />J <br />5=0.56% <br />C8250, TYPE 1-SOLID LID <br />560 <br />C8255, TYPE 1-SOLID LID <br />RIM=569.52 <br />IE(12"W)=565.35 <br />RIBM2--056 <br />560 <br />� <br />- - <br />- - - - - - - J <br />RIM=569.69 <br />IE(12 S)=565.35 <br />IE(12"W)56 <br />) <br />63 <br />'CB10, TYPE 2-48" <br />IE(12'N)=566.15 <br />RIM=569.02 <br />CB15, TYPE '2-48" <br />C82 TYPE 1 <br />555 <br />CBO TYPE 2-48" <br />IE(12'S)=562.47 <br />RIM=569.33 <br />RIM=568.27 <br />IE 12'E-563.9i <br />( )= <br />555 <br />12" SD <br />RIM=570.70 <br />IE(12'N)=562.47 __ <br />IE(12"S)=563.41 <br />IE(12'NW)=563.91 <br />IE(12S)=561.80 <br />IE(12'NW)=563.41 <br />S=0. <br />5=0.68% <br />IE(12'N)=561.80 <br />IE(12'E)=561.80 <br />550 <br />550 <br />EXIST. GRADEAT DRIVEWAY q (TYP.) <br />545 <br />FINISHED <br />GRADE AT DRIVEWAY � (TYR) <br />545 <br />aD 'M <br />'n <br />Go co�'n <br />:N '.O <br />10 IM ao <br />c0 <br />.- <br />Co <br />tp N <br />0i <br />o.. 0i °'loi <br />�IOi °'I0i �:0i <br />°':0i CO 01 COto QO': 01 <br />�loi <br />°�I4� 03lap <br />h <br />to :NO <br />to <br />�:to �:to to to�:w) <br />�10Lnto <br />� to �:to <br />CIDCc Ln:u) Ln:u) <br />Ln:to <br />Cc <br />LO to Ln to <br />19+80 <br />20+40 <br />21+00 <br />21+60 <br />22+20 <br />DRIVE 8 <br />22+80 <br />23+40 <br />24+00 <br />24+60 <br />LOW PT STA: 43+13.69 <br />LOW PT EL: 570.25 <br />PVI STA: 43+19.37 HIGH PT STA: 44+24.96 <br />PW EL: 569.91 HIGH PT EL: 571.62 <br />585 <br />AD:__550 PW _STA: 44t25.00 585 <br />K. 22.88 PW EL: 572.02 <br />80.00, VC AD: -4.00 <br />K: 20.02 <br />M 80.00' VC PW STA: 45+25.00 <br />of of _ PW EL: 570.02 <br />580 h= +o 00 o AD: -4.00 580 <br />tO N 0 to N K. 10.00 <br />�(n <1•� emu) ON toN , <br />^Q �+� 41 +.: �tl°p +.; 40.00VC <br />II o » *m o o o PW STA: 46+10.00 <br />¢ O ca m m _ _ w w 0i t:i o o Oi t:i ui N uj N PVI EL: 564.92 R <br />t.t I+ - - o o » m o In » + o + AD: 4.00 575 <br />575 0�� - -_ t�0LO mm moo^ ww nt�__ tn(0 K: 12.50 <br />+o `O FINISH GRADE AT m cs Qv EXIST. GROUND AT ion `I "s `r U) <br />-2.25X + II 50.00 VC <br />DRIVEWAY (TYP.) + ` DRIVEWAY (TYP.) 4o vv vv <br />? II W ehOy 2 11 W mR1 WW O o <br />570 -1.50X z u w 2.00% - - -2.00X +(6 ±� 570 <br />d. to d. to <br />_103LF 12 -6p0� �m WW <br />0 _ " so _ <br />- 77L120 ------- - 565 <br />565 S=1.12X OOX <br />CB150, TYPE 1 STORM VA 7 <br />RIM=571.61 <br />560 IE(12'S)=566.55 560 <br />IE(12'E)=566.55 CB100, TYPE 1-L <br />RIM=570.25 <br />IE(12"W)=565.40 <br />IE(12'E)=565.40 CB315, TYPE 1 <br />RIM=565.55 <br />555 IE(12NN)=565.40 i i IE(121V)=561.05 555 <br />50LF 12" SD <br />L-----' ---- ------ -- J S=2.89% <br />CS100 TYPE 2-54" <br />5LF 12" S RIM=566.35 <br />15LF 1 % IE(12"W)=558.64 <br />550S=OIE(12'NE)=558.64 550 <br />EXIST. GRADE AT DRIVEWAY I (TYP.) <br />545 FINISHED GRADE AT DRIVEWAY q (TYP.) 545 <br />�.^ �'.Cb roles co m �10 �It� Ln (0 lat � N � to olt0 �I^ IN Ln O SIN ELM N _ Ln. <br />Ca <br />Ln "n L`) Ln. Ln. L`).N �.t0 `n.M d-.N �.u1 N. .^ o.^ 00 . °�10 �IOi Ln ll� Ln lt6 Lnlef <br />�.M �.� �'.N I�'.O �.O �.O �'.O o o co co co o <br />Ln Ln n n n ^ n � n n n �In n n �In n (0 �I(0 �.c0 (O �: <br />LO Ito u� Ih Ih w) Ih h u '.to '.0 '.� '.� NO to to h '.in <br />40+80 41+40 42+00 42+60 43+20 43+80 44+40 45+00 45+60 46+20 46+80 <br />DRIVE D <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />a <br />HORIZ. IN FEET <br />twnet%below. <br />:all befa(e you dia. Copyright ® 2020 CPH Consultants, -LC. All Rids Reserved. <br />0 <br />z <br />Iryp) <br />ti <br />z <br />O <br />z <br />z_ <br />_ <br />z <br />Z <br />U <br />_ <br />0 <br />0 <br />z <br />rn <br />U) <br />W <br />U) <br />W <br />Cr. <br />W <br />a <br />a <br />Sc <br />Uj <br />(D <br />NZ <br />I..L <br />0 <br />U <br />U <br />� <br />LLJ <br />LLI <br />ZD <br />m <br />0 <br />a <br />�' LL <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />mm <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />laddand, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - )509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.20 <br />SHEET 23 OF 51 <br />